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------------- <br /> 21FORTE03 MEMBER REPORT PASSED <br /> FLOOR,Floor:Joist-E <br /> 1 piece(s)2 x 8 DF No.2 @ 16"OC <br /> Overall Length:15'101/2' <br /> 0 <br /> 0 o a <br /> All locations are measured from the outside fate of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual®Location Allowed I Result LDF Load:Combination(pattern) System;Floor <br /> Member Reaction(lbs) 670 @ 7'11 1/4" 2126(3.50") Passed(329%) — 1.0 D+1.0 L(AII Spans) Member Type:Joist <br /> Shear(lbs) 283 @ 8'81/4" 1305 Passed(22%) 1.00 1.0 D+1.0 L(All Spans) Building Use;Residential <br /> Bullding Code:IBC 2018 <br /> Moment(Ft-lbs) -518 @ 7'11 1/4" 1360 Passed(38%) 1.00 1.0 D+1.0 L(Ali Spans) Design Methodology:ASO <br /> IJve Load Defl.(in) 0.039 @ 3'10 9/16" 0.258 Passed(L/999+) — 1.0 D+1.0 L(Alt Spans) <br /> Total Load Defl.(in) 0.046 @ 12'11/16" 0.386 Passed(L/999+) 1.0 D+1.0 L(Alt Spans) <br /> TJ-Pro-Rating N/A N/A N/A N/A <br /> •Deflection criteria:LL(L/360)and TL(i/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •A 15%increase in the moment capacity has been added to account for repetitive member usage. <br /> •Applicable calculations are based on No$. <br /> •No composlte action between deck and joist was considered in analysis. <br /> Bearing Length Loads to Supports(lbs) <br /> Supports Total Available Required Dead Floor Live Total Aooexe d- <br /> 1-Plate on concrete-HF 3.50" 2.25" 1.50, 50 1911-20 241/-20 1 1/4"Rlm Board <br /> 2-Beam-HF 3.50" 3.50" 150" 155 $15 670 None <br /> 3-Plate on concrete-HF 3.50" 2.25" 1.50" 50 191/-20 2411-20 1 1/4"Rim Board <br /> •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. <br /> Lateral Bracing Bracing Intervals Comte.. - . <br /> Top Edge(Lu) 15'8"o/c <br /> Bottom Edge(Lu) i5'8"o/c <br /> -Maximum allowable bracing intervals based on applied load. <br /> Dead Fbor Live <br /> Vertical Load Location(Side) Spacing (0:90) (1.00) comments <br /> 1-Uniform(PSF) 0 to 15'10 1/2" 16" 12.0 40.0 Floor Load <br /> Member Notes <br /> EXISTING FLOOR JOIST(EAST) <br /> We efftaeuser Notes <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties <br /> related to the software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is <br /> responsible to assure that this Calculation is compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at <br /> Weyerhaeuser facilities are third-parry certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaivatlon reports ESR-1153 and ESR-1387 <br /> and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuw product literature and Installation details refer to <br /> www.weyerhaeuser.coWwoodproduc'ts/document-library. <br /> 'The product application,input design loads,dimensions and support information have been provided by ESG <br /> ForteWFB Software operator .lob Notes 3J17/2022 1:56:01 AM UTG <br /> Ell Grassley BARBERI RESIDENCE <br /> Engineered Structures Global Design,PLLC ForteWEB Q.2, Engine:V8.2.0.17,Data:V8.1.0.16 <br /> (206)$90-5949 <br /> engineer@esg-design.wm Weyerhaeuser File Name-, Barberi <br /> Pages/1 <br />